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HomeMy WebLinkAboutTHE TABLELANDS BLK 5 LT 4Municipality of Anchorage l • Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-7904 - ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: Q () 3 PID Number: 0S1 ' R CJ 3 Nam.ow,Ka 1) tAtltlres23345vd Wastewater System: N New El Upgrade C.k trc,(e. 1 ABSORPTION FIELD Phone.d LN1 f umb of Bedrooms: 113 +4b- I L _1 1 ❑Dep rench Shallow Trench p Bed ❑ Mound ❑ other LEGAL DESCRIPTION Sail Rating: iQ Total Depth from original grade: . GPDIFtc i Ft. Block: Lot: Subdivision: �a � e_ , �,••`IJY{j /IAV/l.L— IYJI /lAw Depth to pipe bottom from original grade: Gravel depth beneath pipe: ! FL Ft. Township: B - ` Range: Section: N 3 Fill added above original gra e: Gravel Length: ! _ 55 '� I I r' Ft. lJ Ft. We El New ❑ Upgrad Gravel width: 5 Number of lines. Distance between lines' 15 Ft. Ft. Classification (Private, A, Total Depth: Ft. Cased to: Ft. Total absorption area $50 F1' Pipe material'/� tt Driller: a d: Static Water Level: Installer Dc5 Hkicov' Date lnstalletl: Ft. I Yield. Pump Set at: Casing Heig ve Grountl: AN K GPM SEPARATION DISTANCES ,Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufaaurec �. ros Capacity: From Tank Field Station Tank Sewer Line �.� , _ �°4 Gal. Well Material: Number of Compartments: st (-_�,Z_ 7Z Surface Water LIFT STATION Lot Line Ly 5/ r Size: anufacturec Gal. Foundation (�( "Pump on" level at: "Pump off' aC High water alarm at: in. in. Curtain Drain e& Pump MakElectrical Inspections performed by Remarks: f S BENCH MARK Location and Description. Assumed Elevation: elf �r- Inspections performed by: L {�l�t 5 VLvLvt" Dates: 1" Engineer's Stamp Z �� 01 ��......;Q,S k� 2nd Development Services Department Approval' �k Conditional Approval Date: .. . , . ....:. R ney P. Kinney, Jr. •` CE 7955 ����a Reviewed and approved by: Date: Q1�%�:��"'� < J I m Cl) r r r r r i r r r r r LO IrOrl�r�rlce):COIOOIE,4IMIr IC71lO �NININImIM,NIW IMIMII� i t r r r i r r r r i i i r r r r r r r r i I l l l l l j j j j 1 P. KIGINEY ASSOCIATES. INC. Project Page. -of II CONSULTING ENGINEERS 1 t t 10.15 CENIEINIM DOW. SUNS 101 !� 2SrAll I 1 ,p'' D id {�i�^ /�,.11ii / P E:(907) 011 1 907) 6W-11107 Jab No.: ` Date• h4.A", E11 Swfe:Tey-, Title: 8�,. < J I m Cl) r r r r r i r r r r r LO IrOrl�r�rlce):COIOOIE,4IMIr IC71lO �NININImIM,NIW IMIMII� i t r r r i r r r r i i i r r r r r r r r i I l l l l l j j j j 1 0 1 t t I 1 F F a C'51 �i4iL0i(0ici Mi Mi(oiNiM ` < J I m Cl) r r r r r i r r r r r LO IrOrl�r�rlce):COIOOIE,4IMIr IC71lO �NININImIM,NIW IMIMII� i t r r r i r r r r i i i r r r r r r r r i I l l l l l j j j j 1 0 k i i F ¢ C'51 �i4iL0i(0ici Mi Mi(oiNiM U) m I I I I I I I I I I 13 C A U) f. o �V% 1� `w 0j O/ I� ...x 6 .. m Cl) r r r r r i r r r r r LO IrOrl�r�rlce):COIOOIE,4IMIr IC71lO �NININImIM,NIW IMIMII� i t r r r i r r r r i i i r r r r r r r r i I l l l l l j j j j I I i i F ¢ C'51 �i4iL0i(0ici Mi Mi(oiNiM U) m I I I I I I I I I I 13 C U) Steel Residential Septic Anchorage Tank& Welding Inc. Steel Residential Septic Tanks >� y Features: • Constructed to the requirements of the Uniform Plumbing Code. • Watertight manholes prevent seeping of groundwater. • Coated inside and out with coal tar pitch. • Custom tanks, including special interior and/or exterior coatings, are available. • Dimensions and weights are approximate. P""-" 7 *F It • Approved by the Municipality of Anchorage. Anchorage Approx. Steel Diam. Length Length Length Shipping Maximu Tank Model Gallons Gauge (Inches) (feet) Compt.1 Compt. 2 Weight Burial De Number (A) (B) (C) (D) (LBS) (feet) AT1000S 1,000 12 58 8 5'-4" 2'-8" 927 6.79 AT1250S 1,250 12 58 10 6'-8" 3'-4" 1,061 5.45 AT1250S10 1,250 10 58 10 6'-8" 3'-4" 1,177 8.75 AT1500S 1,500 12 58 12 8'-0" 4'-0" 1,203 4.01 Y AT150OS10 1,500 10 58 12 8'-0" 4'-0" 1,377 7.22 AT2000S 2,000 10 58 16 10'-8" 5'-4" 1,772 6.13 AT2500S 2,500 3/16 64 17 11'4" 5'-8" 2,650 11.85 AT3000S 3,000 3/16 76 15 10'-0" 5'-0" 3,508 AT3500S 3,500 3/16 76 16 101-8" 5'-4" 3,508 AT4000S 4,000 3/16 76 18 12'-0" 6'-0" 3,757 Back to_Septic Systems home_.paae. http:i/%vww.anchtank.com/Septic Systems/Steel Residential Septic, steel residential septic.html 5/24/200 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jun 15, 2004 Expiration Date: Jun 15, 2005 Permit Number: SW040193 Parcel ID: 051-801-13 Legal Description: The Taaib andsBlock5Lot4"7 Design Engineer: 0018 Rodney P. Kinney Associates Site Address: Muley Circle Owner Name: Dean Fortain Lot Size: 40000 SO. FT. Owner Address: 6023 Glenkerry Drive Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage . A 99504 - This permit Is for the construction of: ❑- Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Date: Date: t s ° Y Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 05 1- $01 - 13 Permit Number SW Property owner(s) —DQ _ 6)A cit in Day phone k 3 Mailing address (1 Mailing address Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size 000onn Acre Sq.Ft. THIS APPLICATION IS FOR: Code Number of Bedrooms `t' Sewer Only Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: 16 L -i 11e o Waiver Fees: _ Date of Payment: V Date of Payment: Receipt Number: �`ieceipt Number: (Rev. 12/00) June 6, 2004 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 S. Bragaw Street Anchorage, Alaska 99519-6650 Subject: Request for Review and Approval for Onsite Wastewater Lot 4, Block 5, The Tablelands Subdivision To Whom It May Concern: We respectfully request your review and approval to construct the subject septic system. Attached are: 1. A site plan with stamp and original signature of engineer. 2. Design and calculations with stamp and original signature of engineer. 3. Results of soils, percolation and water table test with stamp and original signature of engineer. An onsite sewer system is proposed for a new 4 -bedroom house. There are no existing onsite water or sewer systems located on adjacent lots or within 100 feet of the proposed system. The ground surface slopes across the lot from northwest to southeast, varying approximately to 4 to 6 percent. An existing natural slope of greater than 25 percent (avg. 2H to IV) is located on the east side of the lot, reference attached site plan. Onsite surface runoff is directed to the south and east. This drainage condition is to be maintained after construction is completed. An area of reserved space will be provided south of the proposed drain field for replacement or modification of the disposal field. No groundwater or bedrock was detected at the time of excavation on May 26, 2004 or on June 3, 2004. We do not anticipate any impacts to adjacent properties. Please note that a test hole and percolation test has not been performed for the alternate field site. We respectfully request that a conditional approval by the Municipality to begin construction of the subject system, provided that a test hole and percolation test is completed by the undersigned for the alternate field site and submitted to MOA for approval prior to construction of the proposed system. A test hole has also been excavated on Lot 3 to the south as well as two other test holes for the subdivision within 75 feet, all of which have the same soil characteristics to Lot 4 with the exception of a faster percolation rate, reference attached test hole logs. Please call me at 694-2332 if you have any questions or need additional information. Sin ly, Rodney P. Kin ey, Jr., P.E. I-rRBLC- L.4pJOS 51494'), RODNEY P. KINNEY ASSOCIATES. INC. Project---L-DT YLDGK S Page. I of It CONSULTING EMGIMEERS IUIs oneovnn Dmr c s= 101 sMuciw � j'ss.iss:i mom s Iw Job No.-. DEAN f-04rAI.AJ DateL.f L f y Title* S172-- 04 iTr= N 00 a o k1 O W J C `l CMI Q I I J j I Q I 3 I Q rA6cetc�N�s luso %J I ROONEY P. KINNEY ASSOCIATES, INC. Project LoT ••�' I ijIOGIL •$ Page. L of CONSULTING ENGINEERS Iwte COrtORtRD DMWL am 101 .` G01t w+oi, elwma wen rto"M)w.- r.Edw»w 100r Job NO.L &AA) 'FV VTAIAJ DOW '�/1� ��•r Title. EAJLA &Cl) SY4Tem PL -A -J By. Rk I I J j I Q I 3 I Q I %J I I I ! t i�\, O F Al k K .A%, S r; �� ';•• Rodney P. Kinney, Jr. •+y �„ ��,• C��jI79 s .km j ° I ��=�s ! N 4�41 tu —. iO1 J j " -I v I� " r ' 1 ij 43 %1 N N c�d�p c so �di� ?�U,`� v �O/ Nti %I w .r N en Vf,Sc1,6 mcr>5 SaS Bj L -T 4 Page. 3 of �1 9 Date- S, h -c" )ny By. 44 •�—fP— OOiNc�EyVaPN?� .r KINNEY A O. ASSOCIATES. OEq T EpSIF k. IMNL tG M$ Project O CONSULTING [QWZ fats 011W14 0R 101 Nvm w wn MMrm) wnF"41177) 110-14S? Job No.= DEM Title* 3z20q95 5 c v a -- �S — �7SN 3900 $" SEwF/t �oGK Ti I iifI i 4EM� I G,E�ur.a I warm Gr/.7 �1 S1p�E,........,,;f, 1 � q . ...... .... ...... '�. Rod eH0nney......;..*... Jr. ; W I I I I 17 O FCQ r ! I I I yew Tess c e"t• 9' /✓u Tc S - i /. ejAl76 Ato✓i,or A,r-,Buil-i siLe- /�ET.iNvczT.S-.�—�sF__GA.�ti�'_ Z. S,E/"T/G 74,v'/- S, 4e.& B� Bulac� G TL' TN.� Gou L FCS. $" SEwF/t �oGK Ti I iifI i 4EM� I G,E�ur.a I warm Gr/.7 �1 S1p�E,........,,;f, 1 � q . ...... .... ...... '�. Rod eH0nney......;..*... Jr. ; W I I I I 17 O FCQ r ! I I I yew Tess c e"t• 9' /✓u Tc S - i /. ejAl76 Ato✓i,or A,r-,Buil-i siLe- /�ET.iNvczT.S-.�—�sF__GA.�ti�'_ Z. S,E/"T/G 74,v'/- S, 4e.& B� Bulac� G TL' TN.� Gou L FCS. 7ASUC LANdf f46D - RODNEY P. KINNEY ASSOCIATES. INC. project- LOT 4- . �JI.cL►� 5 pD9e• �{• of �� CONSUUMG DWSMEERS —� IN'S m11pIRD 0wvl. mint lel �'Mi �2FOn.µ.,.17, T� TaraEuwns �,,s7� 5 l4 O Job No.e Oate• Title* 0//7F 7flE7VCN SEcr7aAj - S e j,.b c 6y ,e/c FINISH G�n� YIA�ISM G.4ao£ pn o u A) gD &j prJAJ 0E>JA I 17 VAA 65 ri�7C� 0 MJAIi fABR/c ; j 4 -rite - a4Ayrt,' 4"WE - I " PERF OowN �jU� - • -Eo PEKE P" I ' I ; I I ' i I I � I SEG7-10' AI -5 SAF ArrAcri6o I i koAUJ 7,QFivcH (t�v4 TN tHiFt_t_ gF 55 F -T, j / o ' Dean Fortain Lot 4, Block 5, The Tablelands Subd. Wide Drainfield Size Design 1 trench - 5 feet wide No. of Bedrooms: 4 beds Perc Rate: 4 min./inch Depth of Gravel Below Pipe: 48 fl, Length Reduction Factor. 0.5 Application Rate: 0.6 g.p.d./s.f. Area per Bedroom: 150 s.f. Trench Width 5 IL Drain Field Length: 150 sf/Bedroom X No. of Beds X Reduct. Fact. Application Rate Trench Width 100 fL plus 10% = 110 ft. Municipality of Anchorage Development Services Department Building Safety Division 0 On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519.6650 www. 6anchCrace. ak. us (907)31.7901 Percrmed For. Legal Description: -P-ID Depth F, Rod ey P. Kinney. Jr. Soils Log - Percolation Test -tigl ayss5X1`k a. 'ro., 4G'n --Date $�)_: /0_�(_ Pope - L04 4 8 ioc k 51 Township. Range. Seclen: T IIN , It 1 W "'c 3 T Y iG�a s Slope � Ste Plan Sl.bd . iA 4- 5- 6- 7- 8- - 5 6- 7-8- • J a; 10- •1 12- 13- 14' 2-13-14- 15- 16- , 20- 51t -T w ITH ML TR.KL+t OA&A"ILS 5IL;:s-( SAAJO t4l-ro $onc &A-A,V L 65M) Reading WAS GROUND WATER N o * Net Time ENCOUNTERED? E µ0 Q IFYES.ATWPATOEPTM L 0 S' L(0'OLJ DePNto Water After Monitoring? P (J CIJ C E nateAW-0y 1:57'35 rte b..c1�Po1� 6.ISSi• 1.0(.3 Reading Dale Gross Time Net Time Depth to Water Net Drop p jr z7 n✓ 7:21:35 1:57'35 00:30:0 6.ISSi• 1.0(.3 S:ol:o5 I5.IL5�, 6:31,05 00'30 :.o G. 125; I.ao0 I S Z� u• 8:3S:Ie. I I $.IzS �. I I'j:a;:)o ooh;o:eol `,IBD;.) I.ob3 PERCCL>TION RAT2 7-6, iUSYG.I FERC HOLE CIAI.IETE.R (19" TEST RUN EEi:IEErI IS FT ANDFT COMMENTS At Motoz- Sa*k.- 1,0400 ND rt1wA;b VJATCtL PERFORMED BY: TzD )I—teAAAb`f _ I 1200 MAJCY CERTIFY THAT THIS TEST VIAS PERFORMED IN ACCORDANCE WITH ALL STATE AND LIUNIC'PAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (o Z o e,4II Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-66.50 e €s� www.muni.org/onsite v " ; (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I. D.0 S ( S 1 1(q _Z- 1. 1. GENERAL INFORMATION Complete legal description Location (site address) 2 COSA# 0501a(2410 _1# r Expiration Date: C _rlu_ -Ta Current Property owner(s)to tr� beaK Day phone Mailing address Lending agency Mailing address Real Estate Agent Mailing Address (XS CLbov9-- — D"ay�phone _ Q07-761-- 9ZZ4 _t)cwe 5"Wyk, Y, -Ite-y4)114i ay phone Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well ❑ Individual Water Storage ❑ Community Class Well ❑ Public Water System [ A0�ava, 4g 5o 3 TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 77 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm I��yL� �I gy,vu/L.! � iScCtolle5 11 � Address i�r7t5 �a�. � V_Liztd bi^:v,-_ CacsfIe Engineer's Printed Name GV z -a E eW_ �2. Y ZV1Tt ) Phone (44 -0332. v2 tri ICK ga 577 Datetite,201� r*. GREG tY ALAN EBERLE 5. DSD SIGNATURE '{ CE 9254 T Approved for bedrooms. ll`<�°�-( Disapproved. FEww Conditional approval for bedrooms, with the following stipulations: Attachments COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: l Original Certificate Date: W -27—/2- (Rev. 11105) Municipality of Anchorage • Development Services Department 4 ' Building Safety Division On -Site Water & Wastewater Program s "" 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot 4�— ) 6(K 5 �+��4le COOS 5D Z Parcel IDD s � bJ � 1 (O A. WELL DATA NW Q 0-Q pv„6lI%<-- WA.* -¢.'V- Well t If A, B, or C provide PWSID # _ Well Log (Y/N) Date completed Sanitary seal (YIN) _ Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. 9— p.m-WATER SAMPLE RESULTS: Coliform colonies/100 mL Arsenic: _ mg/I B. SEPTIC/HOLDING TANK DATA Nitrate mg/L Other bacteria Date of sample: Collected by: mL Tank Type/Material Ste( Date installed d ti V'e_ Z004 Tank size I r:�00 gal. Number of Compartments .z Cleanouts (Y/N) I Foundation cleanout (YIN) �i Depression over tank (YIN) High water alarm (YIN) Date of pumping �e ' (C) Z Pumper �d�/L�l 10.1/ ✓r ��yR <a ¢ C. ABSORPTION FIELD DATA Date installed !o-2-01-0-4 Soil rating (g.p.d.lf 2 or ft2/bdrm) ©. System type 5 -1 Jade -tdamc Length1 0 ft. Width 5 ft. Gravel below pipe '+ ft. o Total depth o.7 ft. Eff. absorption area 000 ftZ Monitoring tube Z Depression over field Date of adequacy test 6-22^ ( 7-- Results (Pass/Fail) RcLSS For A bedrooms Fluid depth in absorption field before test Ain. C Water added 00 gal. New depthf 112 Elapsed Time: 1'4Omin. Final fluid depth 37.5 in. Absorption rate >= 1380 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date N//1 D. LIFT STATION Date "Pump on" level at _ in. Datum E. SEPARATION DISTANCES Size in gallons "Pump off' Cycles tested SEPARATION DISTANCES FROM WELL ON LOT TO: S1-piist k/lift atL station, on lot Absorption field onlo Public sewer main Sewer /septic service line _ Animal containment areas Manhole/Access (YIN) water alarm level at in. Meets alarm & circuit �© Wel TL4- O IN WLI�Q�V On adjacent lots On adjacent lots blic sewer manhole/cleanout Holding Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation q,s l Property line —(40Z Absorption field Water main 2 O S t Water service line -- Surface water J4:e'2t39- 100�f Wells on adjacent lots I QO L1- -F SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 51 Building foundation 25 Water main Water Service line Surface water Driveway, parking/vehicle storage Curtain drain tik6aA 2 _i -VWells on adjacent lots -144"440- 100' + F. COMMENTS ,Q )ct adjeA 3zao als -w. '5 /S kIrs \ ®q• A.®a0 G. ENGINEER'S CERTIFICATION 5 OW�� !+ J -110, 100 certify that 1 have determined through field inspections and TM review of Municipal records that the above systems are in 0 conformance with MOA COSA guidelines in effect on this date. , + ? • • • • • • • •0 GBEGGPYA.ANEBERLE Engineer's Printed Name rlt 9-U 8C . C.�Q �� d p+cP " SCE 9254 � ® Date b nt� - /� " tz_ COSA Fee $ 790f d97 Date of Payment Receipt Number �Jc 1 oZ (Rev. 11105) Waiver Fee $ Date of Payment Receipt Number o :3,NIC 21.80.330.1). "The total width of driveway entrances to a lot from a street shall not exceed two-fifths of the frontage of that lot on that street" width YPC ON 5/8" REBAR LOT 5 UNSUBDI LADED / / / / / WOOD FRAME HOUSE / a / / ° o r SEWER VENTS TYP ° LOT 4, BLK 5 c.o. 47,174 SQ. FT..t 1.083 ACRESf 5 oB�ELANDS LOT 3 THE TA hd P N o c ��,� � The location of the structure(s)as o0oy�� 52 shown on this record drawing ' U') L �P IbOK (as -built) complies with Title 21, AMC. R=5Q 0 By: MULEY Date: t74= CIRCLE ASBUILT OF: LOT 4, BLK 5, THE TABLELANDS SUBDIVLSION PETERS CREEK, ALASKA 99577 SURVEY CERTIFICATION: SMITH SCHULLER CO. has conducted a p]rysical survey of this as shown on this drawing and Shat the improvements lints thereon are within the property lines and no encroachments exist other than noted EXCLUSION NOTESA is the owners responsibffity to determine the existence of�y easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 0C)_000 C 1_000 weer. cwrcKro ev amo N w1�5Fn N SUgDIVISION .F .4t4I .Mq.. John L. chuller; >� LS -10408 ; `G ,i in 0 f N N M LAND SURVEYING * MAPPING * PLANNING 2331 SCARBOROUGH DRIVE, ANCHORAGE ALASKA 99504 TEUFAX.# (907) 337-6046